Nonlinear pile-soil-structure interaction under transient impact loading

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dc.contributor.authorKüçükarslan S.
dc.contributor.authorBanerjee P.K.
dc.date.accessioned2024-07-22T08:25:18Z
dc.date.available2024-07-22T08:25:18Z
dc.date.issued2002
dc.description.abstractNonlinear pile-soil-structure interaction is formulated by using finite element and boundary element methods. Thus, the main idea in using this technique is to get computationally efficient results when comparing with 3D boundary element elastodynamic formulations. Linear beam column finite elements are used to model the piles and structural elements. Numerical modeling of soil media is done by introducing a rational approximation to continuum with nonlinear interface springs along the piles. By using this mixed type of formulation, it is possible to get computationally most efficient and accurate results.
dc.identifier.urihttp://akademikarsiv.cbu.edu.tr:4000/handle/123456789/20364
dc.language.isoEnglish
dc.subjectBoundary element method
dc.subjectColumns (structural)
dc.subjectDynamic loads
dc.subjectFinite element method
dc.subjectLoad testing
dc.subjectPiles
dc.subjectStructural analysis
dc.subjectComputational efficient
dc.subjectImpact loading
dc.subjectStatnamic load tests
dc.subjectSoil structure interactions
dc.titleNonlinear pile-soil-structure interaction under transient impact loading
dc.typeConference paper

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